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Çѱ¹¼öÀÚ¿øÇÐȸ / v.16, no.3, 1983³â, pp.159-169
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¼±Çü°èȹ¹ý¿¡ ÀÇÇÑ ÇÏõÀ¯¿ªÀÇ ÃÖÀû¼öÁú°ü¸®
( Optimum Water Quality Contral of River Basin by Linear Programming ) |
| ±è»ó±Ù;À̼øÅÃ; ¿µ³²´ëÇб³ ȯ°æ´ëÇпø ȯ°æ°øÇаú ¼®»ç°úÁ¤, ÇöÀç ´ëÇÑÁß¼®(ÁÖ) ±Ù¹«;º»ÇÐȸÀÌ»ç, ¿µ³²´ëÇб³°ø°ú´ëÇб³¼ö;
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| º» ¿¬±¸´Â ÇÏõÀÇ DO ±âÁØÀ» À¯ÁöÇϱâ À§ÇØ ÇÏõÀ¯¿ª³»ÀÇ °¢ ó¸®Àå¿¡ ¿ä±¸µÇ´Â Æó¼öó¸®ÀÇ ÃÖÀûÈ¿À²°ú ÃÖ¼Ò󸮺ñ¿ëÀÇ Á¶ÇÕÀ» °áÁ¤ÇÏ´Â ¼±Çü°èȹ¹ý¿¡ ÀÖ¾î¼ Á¦¾àÁ¶°ÇÀÇ Á¦½Ä(inventory equations)À¸·Î ÀÌ¿ëµÇ´Â Camp-Dobbinstlr°ú Streeter-Phelps ½Ä¿¡ ÀÇÇÑ ÃÖÀû¼öÁú°ü¸®ÀÇ ÇØ¸¦ »óÈ£ ºñ±³ºÐ¼®ÇÏ¿´´Ù. ±× °á°ú »ó°ü°ü°è°¡ 0.997·Î °»ó°ü°ü°è¸¦ º¸¿© ÁÖ¾ú°í ÃøÁ¤Çϱ⠾î·Á¿î R, A, K$$ÀÇ ÆÄ¶ó¸ÞÅ͸¦ ¿µÀ¸·Î °¡Á¤ÇÑ Streeter-PhelpstlrÀ» ¼±Çü°èȹ¹ýÀÇ Á¦¾àÁ¶°ÇÀÇ Á¦½ÄÀ¸·Î »ç¿ëÇÏ¿© ÃÖÀûÇØ¸¦ ±¸ÇÏ¿©µµ ¸¸Á·ÇÔÀ» ÁÙ ¼ö ÀÖÀ½À» ¾Ë¾ÒÀ¸¸ç ÀÌ °á°ú·Î ½ÇÁ¦ ÇÏõÀ¯¿ªÀ» ´ë»óÀ¸·Î ÇÏ¿© ÇÏõÀ¯¿ªÀÇ ÃÖÀû¼öÁú °ü¸®ÀÇ ÇØ¸¦ ±¸ÇÏ¿´´Ù. |
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| In this paper, a linear programming was used for determining the optimum efficiency required of each wastwater treatment facility and minimum total treatment casts in order to meet any set of stream dissolved oxygen standards within a river basin. The optimum solution of water quality control which was obtained with the inventory equation of Camp-Dobbins' equation incorporated into the constraints of linear programming was compared with that of Streeter-Phelps' equation. It can be concluded that correlation coefficient was 0.997. Then the linear programming incorporating the inventory equation of selected streeter-Phelps equation was used in order to obtain the optimum solution of water quality control based on data form the Nakdong River. |
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.16, no.3, 1983³â, pp.159-169
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198311920090721)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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